首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Incorporating Wind Information in the Inversion of Co-Located Pressure and Seismic Data for Shallow Elastic Structure
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Incorporating Wind Information in the Inversion of Co-Located Pressure and Seismic Data for Shallow Elastic Structure

机译:在浅弹结构的共同定位压力和地震数据的反转中结合风信息

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摘要

When surface pressure is large, seismic noise between about 0.01 and 0.05 Hz is mostly generated by wind-related surface pressure changes. By analyzing this phenomenon using co-located pressure and seismic data, we can derive shallow elastic structure in the uppermost 50-100 m. However, there still remains a difficult question on seismic excitation by wind-related surface pressure because of complexity in wind behaviors. Roughly speaking, it consists of the mean shear flow and turbulence. The mean flow should act like a moving pressure source on the surface while turbulent parts act like a stochastic source as the surface pressure field becomes heterogeneous. We point out that this complexity may be reduced by selecting time intervals of stable wind direction. During such time intervals, pressure changes occur in the direction of winds, which justifies us to use a relatively simple, moving pressure source model. We quantify the stability of wind direction by the standard deviation of wind direction data (Delta psi). For stations with co-located wind, pressure, and seismic data, we propose to select time intervals with small Delta psi first and apply our inversion method based on the moving pressure model. In the absence of wind data at a station with co-located pressure and seismic data, we propose to analyze the high-pressure end of data, as this selection partially satisfies the stable wind condition.
机译:当地面压力较大时,约0.01至0.05 Hz之间的地震噪声主要由与风有关的地面压力变化产生。通过使用同一位置的压力和地震数据分析这一现象,我们可以得出最上面50-100 m的浅层弹性结构。然而,由于风的行为的复杂性,风相关表面压力的地震激励仍然是一个难题。粗略地说,它由平均剪切流和湍流组成。当表面压力场变得不均匀时,平均流应该像表面上移动的压力源一样,而湍流部分像随机源一样。我们指出,通过选择稳定风向的时间间隔,可以降低这种复杂性。在这样的时间间隔内,压力沿风向变化,这就证明我们可以使用相对简单的移动压力源模型。我们通过风向数据的标准偏差(Delta psi)来量化风向的稳定性。对于具有同一位置的风、压力和地震数据的台站,我们建议首先选择具有小Delta psi的时间间隔,并应用基于移动压力模型的反演方法。在没有具有同一位置压力和地震数据的台站的风数据的情况下,我们建议分析数据的高压端,因为该选择部分满足稳定风条件。

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